WO2020068119A1 - Procédé de fabrication d'une structure de tour d'éolienne télescopique - Google Patents

Procédé de fabrication d'une structure de tour d'éolienne télescopique Download PDF

Info

Publication number
WO2020068119A1
WO2020068119A1 PCT/US2018/053457 US2018053457W WO2020068119A1 WO 2020068119 A1 WO2020068119 A1 WO 2020068119A1 US 2018053457 W US2018053457 W US 2018053457W WO 2020068119 A1 WO2020068119 A1 WO 2020068119A1
Authority
WO
WIPO (PCT)
Prior art keywords
concentric sections
sections
concentric
section
tower structure
Prior art date
Application number
PCT/US2018/053457
Other languages
English (en)
Inventor
Norman Arnold Turnquist
Vitali Victor Lissianski
Biao Fang
Gregory Edward Cooper
Pascal Meyer
Original Assignee
General Electric Company
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by General Electric Company filed Critical General Electric Company
Priority to EP18786647.0A priority Critical patent/EP3856485B1/fr
Priority to CN201880098144.1A priority patent/CN112805140B/zh
Priority to ES18786647T priority patent/ES2965699T3/es
Priority to DK18786647.0T priority patent/DK3856485T3/da
Priority to US17/279,314 priority patent/US20210396034A1/en
Priority to PCT/US2018/053457 priority patent/WO2020068119A1/fr
Publication of WO2020068119A1 publication Critical patent/WO2020068119A1/fr

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E04H12/344—Arrangements for lifting tower sections for placing additional sections under them
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/001—Rapid manufacturing of 3D objects by additive depositing, agglomerating or laminating of material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C64/00—Additive manufacturing, i.e. manufacturing of three-dimensional [3D] objects by additive deposition, additive agglomeration or additive layering, e.g. by 3D printing, stereolithography or selective laser sintering
    • B29C64/10—Processes of additive manufacturing
    • B29C64/106—Processes of additive manufacturing using only liquids or viscous materials, e.g. depositing a continuous bead of viscous material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B33—ADDITIVE MANUFACTURING TECHNOLOGY
    • B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
    • B33Y10/00—Processes of additive manufacturing
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B33—ADDITIVE MANUFACTURING TECHNOLOGY
    • B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
    • B33Y80/00—Products made by additive manufacturing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04—Devices for both conveying and distributing
    • E04G21/0418—Devices for both conveying and distributing with distribution hose
    • E04G21/0445—Devices for both conveying and distributing with distribution hose with booms
    • E04G21/0463—Devices for both conveying and distributing with distribution hose with booms with boom control mechanisms, e.g. to automate concrete distribution
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/16—Prestressed structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/18—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic
    • E04H12/182—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures movable or with movable sections, e.g. rotatable or telescopic telescopic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E04H12/341—Arrangements for casting in situ concrete towers or the like
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2230/00—Manufacture
    • F05B2230/30—Manufacture with deposition of material
    • F05B2230/31—Layer deposition
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/91—Mounting on supporting structures or systems on a stationary structure
    • F05B2240/915—Mounting on supporting structures or systems on a stationary structure which is vertically adjustable
    • F05B2240/9151—Mounting on supporting structures or systems on a stationary structure which is vertically adjustable telescopically
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction

Definitions

  • the present disclosure relates in general to wind turbine towers, and more particularly to methods of additively manufacturing telescoping wind turbine tower structures.
  • Wind power is considered one of the cleanest, most environmentally friendly energy sources presently available, and wind turbines have gained increased attention in this regard.
  • a modern wind turbine typically includes a tower, a generator, a gearbox, a nacelle, and one or more rotor blades.
  • the rotor blades capture kinetic energy of wind using known foil principles.
  • the rotor blades transmit the kinetic energy in the form of rotational energy so as to turn a shaft coupling the rotor blades to a gearbox, or if a gearbox is not used, directly to the generator.
  • the generator then converts the mechanical energy to electrical energy that may be deployed to a utility grid.
  • the wind turbine tower is generally constructed of steel tubes, pre- fabricated concrete sections, or combinations thereof. Further, the tubes and/or concrete sections are typically formed off-site, shipped on-site, and then arranged together to erect the tower. For example, one manufacturing method included forming pre-cast concrete rings, shipping the rings to the site, arranging the rings atop one another, and then securing the rings together. As wind turbines continue to grow in size, however, conventional manufacturing methods are limited by transportation regulations that prohibit shipping of tower sections having a diameter greater than about 4 to 5 meters. Thus, certain tower manufacturing methods include forming a plurality of arc segments and securing the segments together on site to form the diameter of the tower, e.g. via bolting and/or welding. Such methods, however, require extensive labor and can be time-consuming.
  • the art is continually seeking improved methods for manufacturing wind turbine towers. Accordingly, the present disclosure is directed to methods for manufacturing wind turbine tower structures that address the aforementioned issues. In particular, the present disclosure is directed to methods for additively manufacturing telescoping wind turbine tower structures.
  • the present disclosure is directed to a method for
  • the method includes printing, via an additive printing device, a plurality of concentric sections of the tower structure of the wind turbine and raising an inner section of the plurality of concentric sections to position a bottom portion of the inner section proximate a top portion of an adjacent outer section of the plurality of concentric sections.
  • the method further includes joining the inner section of the plurality of concentric sections to the adjacent outer section of the plurality of concentric sections.
  • the present disclosure may be directed to a method for manufacturing a structure.
  • the method includes printing, via an additive printing device, a plurality of concentric sections of the structure and raising an inner section of the plurality of concentric sections to position a bottom portion of the inner section proximate a top portion of an adjacent outer section of the plurality of concentric sections.
  • the method further includes joining the inner section of the plurality of concentric sections to the adjacent outer section of the plurality of concentric sections.
  • a method for manufacturing a tower structure of a wind turbine includes printing, via an additive printing device, a plurality of concentric sections of the tower structure of the wind turbine, wherein a gap is defined between adjacent sections of the plurality of concentric sections.
  • the method further includes positioning an inflatable bladder within the gap and inflating the inflatable bladder by filling the inflatable bladder with a fluid or a gas.
  • the method further includes printing, via an additive printing device, at least one flange on the inflatable bladder and deflating and removing the inflatable bladder after the at least one flange has solidified.
  • FIG. 1 illustrates a perspective view of one embodiment of a wind turbine according to the present disclosure
  • FIG. 2 illustrates a cross-sectional view of one embodiment of a tower structure of a wind turbine according to the present disclosure with inner sections in an extended position and outer sections in a retracted position;
  • FIG. 3 illustrates a perspective view of one embodiment of a tower structure of a wind turbine and an additive printing device according to the present disclosure
  • FIG. 4 illustrates a perspective view of another embodiment of a tower structure of a wind turbine and an additive printing device according to the present disclosure
  • FIG. 5 illustrates a perspective view of another embodiment of a tower structure of a wind turbine and an additive printing device according to the present disclosure
  • FIG. 6 illustrates a cross sectional view of upper flanges of concentric sections of a wind tower supported by an inflatable bladder according to an exemplary embodiment of the present subject matter
  • FIG. 7 illustrates a top, cross sectional view of a tower structure including concentric sections defining locking flanges and corresponding recesses according to an exemplary embodiment
  • FIG. 8 illustrates a block diagram of one embodiment of a controller of an additive printing device according to the present disclosure
  • FIG. 9 illustrates a flow diagram of one embodiment of a method for manufacturing a tower structure of a wind turbine according to the present disclosure.
  • the present disclosure is directed to methods for manufacturing wind turbine towers using automated deposition of cementitious materials via technologies such as additive manufacturing, 3-D Printing, spray deposition, extrusion additive manufacturing, concrete printing, automated fiber deposition, as well as other techniques that utilize computer numerical control and multiple degrees of freedom to deposit material. More specifically, methods of the present disclosure include printing nested, concentric sections of wind turbine towers out of concrete using additive manufacturing, which provide adequate structural characteristics for additive tower technology.
  • the present disclosure may also include raising and joining the concentric sections to form the wind turbine tower.
  • the concentric sections of the tower may be formed from any suitable material or materials and may have any suitable cross sectional shape or profile.
  • the concentric sections may include internal support structures, such as tensioning cables or reinforcing fibers or rings to provide structural support to the tower structure.
  • the concentric sections may also be printed and assembled in a manner that permits the formation of various overhanging structures such as mounting flanges, openings for doors, wiring conduits, and other features.
  • the concentric sections may be printed on-site and may have any desirable size (e.g., greater than five meters in diameter), thereby enabling the construction of larger tower structures and wind turbines.
  • the concentric sections may be printed on-site and may have any desirable size (e.g., greater than five meters in diameter), thereby enabling the construction of larger tower structures and wind turbines.
  • by building portions of the wind tower in telescoping sections positioned in a“compressed” state it is possible to install the turbine nacelle and rotor using a significantly shorter crane, thus reducing the cost of the crane required to install the tower.
  • aspects of the present subject matter overcome various other manufacturing and logistics constraints related to prior techniques of forming tower structures for wind turbines and other applications.
  • FIG. 1 illustrates one embodiment of a wind turbine 10 according to the present disclosure.
  • the wind turbine 10 includes a tower 12 extending from a foundation 15 or support surface with a nacelle 14 mounted atop the tower 12.
  • a plurality of rotor blades 16 are mounted to a rotor hub 18, which is in turn connected to a main flange that turns a main rotor shaft.
  • the wind turbine power generation and control components are housed within the nacelle 14.
  • the view of FIG. 1 is provided for illustrative purposes only to place the present invention in an exemplary field of use. It should be appreciated that the invention is not limited to any particular type of wind turbine configuration.
  • present invention is not limited to use with wind turbine towers, but may be utilized in any application having concrete constructions and/or tall tower structures in addition to wind towers, including for example homes, bridges, tall towers, and other aspects of the concrete industry. Further, the methods described herein may also apply to manufacturing any similar structure that benefits from the advantages described herein.
  • FIG. 2 illustrates a partial, cross-sectional view of one embodiment of the tower structure 12 of the wind turbine 10 according to the present disclosure.
  • the tower structure 12 defines a circumferential tower wall 20 having an outer surface 22 and an inner surface 24. Further, as shown, the
  • circumferential tower wall 20 generally defines a hollow interior 26 that is commonly used to house various turbine components (e.g. a power converter, transformer, etc.).
  • various turbine components e.g. a power converter, transformer, etc.
  • the tower structure 12 is formed using additive manufacturing.
  • the tower structure 12 is formed of a cementitious material 28 that is reinforced with one or more tensioning cables 30 (FIG. 6), such as elongated cables or wires, helical cables or wires, reinforcing bars (also referred to as rebar), and/or mesh. Alternatively, reinforcing fibers (metallic or polymer) or rings or other shapes as may be used to impart strength to the structure.
  • tensioning cables 30 may be embedded in the cementitious material 28 during the printing process, as described in more detail below.
  • the cementitious material 28 may include any suitable workable paste that is configured to bind together after curing to form a structure. Suitable cementitious materials include, for example, concrete, pitch resin, asphalt, clay, cement, mortar, cementitious compositions, or similar materials or compositions.
  • an adhesive material may be provided between one or more of the cementitious material 28 and the foundation 15, the cementitious material 28 and tensioning cables 30, or multiple layers of the cementitious material 28 and tensioning cables 30.
  • the adhesive material may further supplement interlayer bonding between materials.
  • the adhesive material described herein may include, for example, cementitious material such as mortar, polymeric materials, and/or admixtures of cementitious material and polymeric material.
  • Adhesive formulations that include cementitious material are referred to herein as“cementitious mortar.”
  • Cementitious mortar may include any cementitious material, which may be combined with fine aggregate.
  • Cementitious mortar made using Portland cement and fine aggregate is sometimes referred to as“Portland cement mortar,” or“OPC.”
  • Adhesive formulations that include an admixture of cementitious material and polymeric material are referred to herein as“polymeric mortar.” Any cementitious material may be included in an admixture with a polymeric material, and optionally, fine aggregate.
  • Adhesive formulations that include a polymeric material are referred to herein as“polymeric adhesive.”
  • Exemplary polymeric materials that may be utilized in an adhesive formulation include may include any thermoplastic or thermosetting polymeric material, such as acrylic resins, polyepoxides, vinyl polymers (e.g., polyvinyl acetate (PVA), ethylene-vinyl acetate (EVA)), styrenes (e.g., styrene butadine), as well as copolymers or terpolymers thereof. Characteristics of exemplary polymeric materials are described in ASTM C1059 / C1059M-13, Standard Specification for Latex Agents for Bonding Fresh To Hardened Concrete.
  • additive printing device 40 will be described according to an exemplary embodiment of the present subject matter.
  • all or part of tower structure 12 may be printed, layer-by-layer, using additive printing device 40, which may use any suitable mechanisms for depositing layers of additive material, such as concrete, to form tower structure 12.
  • additive printing device 40 may use any suitable mechanisms for depositing layers of additive material, such as concrete, to form tower structure 12.
  • aspects of the present subject matter are directed to methods for manufacturing wind turbine towers via additive manufacturing.
  • Additive manufacturing is generally understood to encompass processes used to synthesize three-dimensional objects in which successive layers of material are formed under computer control to create the objects. As such, objects of almost any size and/or shape can be produced from digital model data. It should further be understood that the additive
  • manufacturing methods of the present disclosure may encompass three degrees of freedom, as well as more than three degrees of freedom such that the printing techniques are not limited to printing stacked two-dimensional layers, but are also capable of printing curved and/or irregular shapes.
  • additive printing device 40 generally refers to any suitable additive printing device having one or more nozzles for depositing material (such as the cementitious material 28) onto a surface that is automatically controlled by a controller to form an object programmed within the computer (such as a CAD file). More specifically, as shown, additive printing device 40 includes one or more print heads 42 slidably mounted on a cantilevered support arm 44. Cantilevered support arm 44 may be mounted on a central support 46 which extends along the axial direction A (e.g., parallel to vertical direction V) within interior 26 of tower structure 12. Support arm 44 may be fixed at a vertical location on central support 46 or may move vertically along central support 46 to move print heads 42 vertically as successive layers are added to tower structure 12.
  • FIGS. 2 through 6 illustrate additive printing device 40 as including a central support 46 extending through the interior 26 of tower structure 12 and a support arm 44 for suspending one or more print heads 42
  • additive printing device may be configured to use other machines, systems, or support mechanisms to support print heads 42 during the printing of tower structure 12.
  • four support towers may be positioned outside of tower structure 12 and may include one or more cross beams to form a gantry system for supporting one or more print heads 42.
  • print heads 42 may be mounted to support arm 44 by a cable system to permit vertical movement relative to support arm 44.
  • print heads 42 may be supported and positioned by a system of guide wires, positioning arms, etc.
  • each of the one or more print heads 42 may be mounted on a dedicated support arm 44 and may include one or more one or more nozzles 48 for depositing various materials.
  • print head 42 includes a single nozzle 48 for depositing concrete layer by layer.
  • print head 42 includes three nozzles 48 spaced apart along the radial direction R and configured for simultaneously depositing a layer of concrete on each of a plurality of concentric sections 60 (described below).
  • additive printing device 40 may include any number of support arms 44 for supporting any number of print heads 42 including any number of nozzles 48.
  • the printing process may include embedding one or more tensioning cables 30 at least partially within one or more of portions of tower structure 12.
  • additive printing device 40 may include a cable supply module 50 that positions tensioning cable 30 at least partially within tower structure 12. It should be understood that such cables 30 may extend along the entire height of the tower 12 or along only a portion of the tower height.
  • the orientation of tensioning cable 30 is illustrated only to explain aspects of cable supply module 50. It is not necessarily intended that the tensioning cable 30 will have the same size or length.
  • the position, orientation, and configuration of tensioning cables 30 may vary while remaining within the scope of the present subject matter.
  • the additive printing device 40 can alternate between depositing tensioning cables 30 using cable supply module 50 and printing the cementitious material 28 using nozzles 48.
  • cable supply module 50 may be positioned adjacent nozzle 48 and configured for unwinding or unrolling tensioning cable 30 or rebar into the print area prior to depositing cementitious material 28 such that the tensioning cable becomes embedded within or printed over with cementitious material 28.
  • additive printing device 40 may include any other suitable features for compressing or embedding tensioning cable 30 into cementitious material 28 before it has solidified or cured.
  • the additive printing device 40 is configured to eject the cementitious material 28 with short polymer and/or metallic fibers or rings as reinforcements to improve the structural strength of the tower structure 12.
  • Tensioning cables 30 may generally be configured for ensuring that the stresses in the cementitious material 28, e.g., concrete, may remain largely
  • These cables 30 may be pretensioned and cementitious material 28 may be printed around the cables 30 or the printing process may define holes throughout tower structure 12 through which tensioning cables 30 may be placed after curing, and thereafter post-tensioned.
  • the additive printing device 40 may be configured to provide tension to the cable(s) 30 during printing of the tower structure 12.
  • additive printing device 40 may vary a tension of the one or more cables 30 as a function of a cross-section of the tower structure 12 during the printing process.
  • tensioning cables 30 are configured to manage tensile stresses of the tower structure 12.
  • the tower structure 12 may include, for example, a plurality of reinforcing bars that form a metal mesh (not shown) arranged in a cylindrical configuration to correspond to the shape of the tower structure 12. Further, the cylindrical metal mesh can be embedded into the cementitious material 28 of the tower structure 12 before the material 28 cures and periodically along the height of the tower 12.
  • the additive printing device 40 is configured to print the cementitious material 28 in a manner that accounts for the cure rate thereof such that the tower wall 20, as it is being formed, can bond to itself.
  • the additive printing device 40 is configured to print the tower structure 12 in a manner such that it can withstand the weight of the wall 20 as the additively-formed cementitious material 28 can be weak during printing.
  • tower structure 12 includes a plurality of concentric sections 60 which are generally nested within each other and are configured for moving between an extended position (i.e., a“raised” position) and a retracted position (i.e., a“lowered” position).
  • tower structure 12 may be printed using additive printing device 40 with all of the plurality of concentric sections 60 positioned in the lowered position, such that a large crane is not required to position separately formed sections at a full height of the tower structure 12.
  • the concentric sections 60 of the tower structure 12 may be printed in any suitable manner and in any suitable order.
  • a single print head 42 may traverse the profile of each of concentric sections 60, depositing a layer of cementitious material 28 around an entire perimeter of that concentric section 60.
  • each concentric section 60 may be printed separately, e.g., starting at a bottom of that concentric section 60 and finishing at a top of that concentric section 60 before proceeding to the next concentric section 60.
  • print head 42 may move sequentially around a profile of each concentric section 60 to print a layer on each before returning to print a second layer.
  • additive printing device 40 may include a plurality of print heads 42, each configured for depositing a layer of additive material (e.g., cementitious material 28) to concentric sections 60 simultaneously.
  • additive printing device 40 may include three print heads 42 that remain in a fixed radial position on support arm 44.
  • print heads 42 deposit cementitious material 28 while central support 46 rotates about its central axis (i.e., the axial direction A) to simultaneously print a layer of each of concentric section 60.
  • each of the plurality of concentric sections 60 may be moved to the extended position and fixed together using any method known in the art.
  • any suitable jacking system, cable lifting system, hydraulic lifting system, or any other suitable method may be used to sequentially lift and join adjacent sections.
  • a crane or other lift system may be used to raise concentric sections 60.
  • adjacent concentric sections 60 may be joined together when in the raised position using any suitable device or mechanism.
  • additive printing device 40 may print circumferential flanges on outer wall 22 and/or inner wall 24 of concentric sections 60.
  • each concentric section 60 may include a lower flange 62 defined proximate a bottom portion 64 of that concentric section 60 that extends outward substantially along a radial direction R from a radially outer wall 22 of concentric section 60.
  • each concentric section 60 may include an upper flange 66 defined proximate an upper portion 68 of that concentric section 60 that extends inward substantially along the radial direction R from a radially inner wall 24 of concentric section 60. In this manner, concentric sections 60 may slide vertically relative to each other until lower flange 62 of an inner concentric section 60 engages upper flange 66 of an adjacent outer concentric section 60.
  • Lower flange 62 and upper flange 66 may be fixed together or joined using any suitable method of device.
  • lower flange 62 and upper flange 66 are printed to define a plurality of holes 70 configured for receiving mechanical fasteners 72.
  • mechanical fasteners 72 such as bolts, may be using to secure concentric sections 60 in the raised positioned after being lifted by any suitable lifting mechanism (as described above).
  • concentric sections 60 are printed such that they are spaced apart along the radial direction R to define a gap 76 between adjacent concentric sections 60.
  • Gap 76 generally facilitates the telescoping movement of concentric sections 60 during the process of raising tower structure 12.
  • lower flange 62 and upper flange 66 are positioned within gap 76.
  • the additive manufacturing process generally requires vertical support for each layer of additive material deposited. Therefore, when features are printed that protrude from the vertical wall of concentric sections 60, or at least extend at an angle greater than 45 degrees, additive printing device 40 requires features for supporting deposited material during the build process.
  • “flanges” or“overhanging structures” are intended to refer to printed portions of concentric sections which extend into gap 76 between adjacent sections at an angle which would otherwise not have support during the additive manufacturing process (e.g. an angle greater than 45 degrees).
  • the printing of overhangs such as upper flange 66 within gap 76 may include positioning a temporary support structure within gap 76 to support upper flange 66.
  • the temporary support structure is an inflatable bladder 78 that may be filled with a fluid or gas 80 to provide vertical support upon which cementitious material 28 may be deposited until cured. After the cementitious material 28 cures or otherwise solidifies sufficiently to support itself, the gas or fluid 80 may be released from the inflatable bladder 78, thereby deflating the inflatable bladder 78, which may then be removed from tower structure 12 altogether.
  • FIG. 2 illustrates all of concentric sections 60 as being printed from a single material, e.g., concrete, it should be appreciated that each concentric section 60 may be printed using any suitable material, even if different from other sections.
  • each concentric section 60 may have any suitable cross sectional profile (e.g., as taken along an axial direction A), profile (e.g., as defined along the axial direction A), and overall height (e.g., measured along the vertical direction V).
  • tower structure 12 may be formed from a plurality of lower sections, e.g., similar to concentric sections 60. However, tower structure 12 may also include one or more upper sections, such as top section 82.
  • top section 82 of tower structure 12 may be formed from a different material than concentric section, e.g., steel, and may be configured for directly supporting nacelle 14.
  • the innermost concentric section 60 may be configured for receiving top section 82 before concentric sections 60 are raised.
  • a single top section 82 is illustrated on top of a plurality of concentric sections 60, it should be appreciated that any suitable number and combination of top sections 82 and concentric sections 60 may be used according to alternative embodiments.
  • tower structure 12 is constructed of a plurality of concentric sections 60 having a circular cross-sectional profile, e.g., cylindrical concentric sections 60.
  • each of the plurality of concentric sections may have any suitable cross-sectional shape which may be consistent along a height of the sections or which may vary as needed according to the application.
  • concentric sections 60 may have a polygonal cross-sectional shape.
  • concentric sections 60 may be elliptical, oval, square, teardrop, airfoil, or any other suitable shape.
  • concentric sections 60 may be tapered or vary in cross-sectional area depending on the vertical position along the concentric section 60. For example, it may be desirable to slightly taper one or more of the plurality of concentric sections 60 such that they are wider at bottom portion 64 than they are at upper portion 68. Specifically, as illustrated in FIG. 2, concentric sections 60 may define one or more tapered portions 84, or portions having any other suitable profile.
  • tower structure 12 may define locking features for fixing the relative positions of an inner concentric section 60 and an outer concentric section 60.
  • the inner concentric section 60 defines a locking flange 86 extending outward along a radial direction R from a radially outer surface or outer wall 22 of the inner section 60.
  • an adjacent outer concentric section 60 defines an elongated recess 88 extending along a vertical direction or axial direction A on a radially inner surface or inner wall 24 of the outer section 60.
  • tower structure 12 may define a plurality of locking flanges 86 and a plurality of corresponding elongated recesses 88 spaced circumferentially (e.g., about the circumferential direction C) about the respective concentric sections 60.
  • the outer concentric section 60 could define the protruding flange and the inner concentric section 60 could define the elongated recess.
  • these protruding flanges need not extend along a height of tower structure 12, but might only be present for a short distance sufficient to carry the weight load imposed.
  • the flanges and recesses may take any shape, number, and configuration according to alternative embodiments.
  • locking flanges 86 are positioned within the corresponding elongated recesses 88.
  • locking flanges 86 slide within elongated recesses 88.
  • the inner section may be rotated such that the locking flange 86 is no longer aligned with the elongated recess 88. In this manner, the inner section is prevented from collapsing or sliding back into the outer section, thereby simplifying the construction and assembly process.
  • the controller 90 may include one or more processor(s) 92 and associated memory device(s) 94 configured to perform a variety of computer-implemented functions (e.g., performing the methods, steps, calculations and the like and storing relevant data as disclosed herein). Additionally, the controller 90 may also include a communications module 96 to facilitate communications between the controller 90 and the various components of the additive printing device 40. Further, the communications module 96 may include a sensor interface 98 (e.g., one or more analog-to-digital converters) to permit signals transmitted from one or more sensors or feedback devices to be converted into signals that can be understood and processed by the processors 92. It should be appreciated that these sensors and feedback devices may be communicatively coupled to the communications module 96 using any suitable means, e.g., via a wired or wireless connection using any suitable wireless communications protocol known in the art.
  • a sensor interface 98 e.g., one or more analog-to-digital converters
  • processor refers not only to integrated circuits referred to in the art as being included in a computer, but also refers to a controller, a microcontroller, a microcomputer, a programmable logic controller (PLC), an application specific integrated circuit, and other programmable circuits.
  • the processor 92 is also configured to compute advanced control algorithms and communicate to a variety of Ethernet or serial -based protocols (Modbus, OPC, CAN, etc.).
  • the memory device(s) 94 may generally comprise memory element(s) including, but not limited to, computer readable medium (e.g., random access memory (RAM)), computer readable non-volatile medium (e.g., a flash memory), a floppy disk, a compact disc-read only memory (CD-ROM), a magneto optical disk (MOD), a digital versatile disc (DVD) and/or other suitable memory elements.
  • RAM random access memory
  • RAM computer readable non-volatile medium
  • CD-ROM compact disc-read only memory
  • MOD magneto optical disk
  • DVD digital versatile disc
  • Such memory device(s) 94 may generally be configured to store suitable computer-readable instructions that, when implemented by the processor(s) 92, configure the controller 90 to perform the various functions as described herein.
  • Method 100 can be used to form tower structure 12 using additive printing device 40, or to form any other suitable tower or tall concrete structure using any other suitable additive printing device.
  • controller 90 may be configured for implementing method 100.
  • the exemplary method 100 is discussed herein only to describe exemplary aspects of the present subject matter, and is not intended to be limiting.
  • method 100 includes, at step 110, printing a plurality of concentric sections of a tower structure of a wind turbine.
  • the printing process may be performed by an additive printing device which may deposit cementitious material or any other suitable material to build each of the concentric sections from the ground up, as described above.
  • the concentric sections of the tower structure may be nested within each other in a compressed or retracted telescoping configuration and may include a variety of internal features, such as tensioning cables, and/or support features, such as flanges.
  • Steps 120 and 130 are used to print overhanging structures or flanges on one or more of the concentric sections.
  • the printing of such overhangs may include, at step 120, positioning a temporary support structure within the gap defined between the adjacent concentric sections, e.g., to support the upper flange while printing.
  • the temporary support structure is an inflatable bladder that may be filled with a fluid or gas to provide vertical support upon which cementitious material may be deposited until cured or otherwise solidified.
  • the inflatable bladder could be used to form doors or other features wherein the cementitious material will ultimately span or extend over an open space within interior 26.
  • Step 130 includes printing at least one flange (or other overhanging structure) on the inflatable bladder.
  • Step 140 includes curing the plurality of concentric sections, including the overhang, e.g., by waiting until the concrete has solidified. After the mortar cures, the gas or fluid may be released from the bladder at step 150, thereby deflating the inflatable bladder. The inflatable bladder may then be removed from tower structure such that the formed flanges may be joined during the raising process.
  • Step 160 includes mounting at least one upper section formed from steel onto one of the plurality of concentric sections printed in the prior steps.
  • an upper section may include a cylindrical steel shell supporting nacelle 14 of wind turbine 10.
  • the height of any crane used to raise the upper section may be minimized.
  • Step 170 may then include raising an inner section of the concentric sections to position a bottom portion of the inner section proximate a top portion of an adjacent outer section of the concentric sections, e.g., as shown for inner concentric sections 60 in FIG. 2.
  • Step 180 then includes joining the inner section of the plurality of concentric sections to the adjacent outer section, e.g., using a plurality of mechanical fasteners passed through bolt holes defined within the flanges. This process may be repeated until all of the concentric sections have been extended and the tower structure is in the fully extended position.
  • FIG. 9 depicts an exemplary control method having steps performed in a particular order for purposes of illustration and discussion.
  • steps of any of the methods discussed herein can be adapted, rearranged, expanded, omitted, or modified in various ways without deviating from the scope of the present disclosure.
  • aspects of the methods are explained using tower structure 12 and additive printing device 40 as an example, it should be appreciated that these methods may be applied to the operation of additive printing device to form any suitable tower structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Ceramic Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Wood Science & Technology (AREA)
  • Combustion & Propulsion (AREA)
  • Physics & Mathematics (AREA)
  • Optics & Photonics (AREA)
  • Wind Motors (AREA)
  • Powder Metallurgy (AREA)

Abstract

Procédé de fabrication d'une structure de tour d'une éolienne comprenant l'impression, par l'intermédiaire d'un dispositif d'impression additive, d'une pluralité de sections concentriques de la structure de tour de l'éolienne. Les sections concentriques peuvent être imprimées simultanément à partir de béton, peuvent comprendre des câbles de tension ou d'autres supports structuraux, et peuvent définir d'autres brides ou porte-à-faux de support. Après durcissement, le procédé peut comprendre l'élévation d'une section interne de la pluralité de sections concentriques jusqu'à une partie supérieure d'une section externe adjacente et l'assemblage des deux sections. Ce processus peut être répété pour télescoper les sections concentriques et élever la structure de tour.
PCT/US2018/053457 2018-09-28 2018-09-28 Procédé de fabrication d'une structure de tour d'éolienne télescopique WO2020068119A1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
EP18786647.0A EP3856485B1 (fr) 2018-09-28 2018-09-28 Procédé de fabrication d'une structure de tour d'éolienne télescopique
CN201880098144.1A CN112805140B (zh) 2018-09-28 2018-09-28 用于制造伸缩式风力涡轮塔架结构的方法
ES18786647T ES2965699T3 (es) 2018-09-28 2018-09-28 Procedimiento para fabricar una estructura de torre de turbina eólica telescópica
DK18786647.0T DK3856485T3 (da) 2018-09-28 2018-09-28 Fremgangsmåde til fremstilling af en teleskoperende vindmølletårnstruktur
US17/279,314 US20210396034A1 (en) 2018-09-28 2018-09-28 Method for manufacturing a telescoping wind turbine tower structure
PCT/US2018/053457 WO2020068119A1 (fr) 2018-09-28 2018-09-28 Procédé de fabrication d'une structure de tour d'éolienne télescopique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/US2018/053457 WO2020068119A1 (fr) 2018-09-28 2018-09-28 Procédé de fabrication d'une structure de tour d'éolienne télescopique

Publications (1)

Publication Number Publication Date
WO2020068119A1 true WO2020068119A1 (fr) 2020-04-02

Family

ID=63858223

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2018/053457 WO2020068119A1 (fr) 2018-09-28 2018-09-28 Procédé de fabrication d'une structure de tour d'éolienne télescopique

Country Status (6)

Country Link
US (1) US20210396034A1 (fr)
EP (1) EP3856485B1 (fr)
CN (1) CN112805140B (fr)
DK (1) DK3856485T3 (fr)
ES (1) ES2965699T3 (fr)
WO (1) WO2020068119A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4011581A1 (fr) * 2020-12-14 2022-06-15 Saint-Gobain Weber France Procédé d'impression 3d destiné à la fabrication d'un objet en béton ou en mortier doté d'une traversée
EP4053360A1 (fr) * 2021-03-04 2022-09-07 Nordex Energy SE & Co. KG Procédé de construction d'une tour pour une éolienne

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434866A (zh) * 2022-10-24 2022-12-06 重庆大学 一种折叠型装配式分段钢结构风电塔筒
CN115506969A (zh) * 2022-10-24 2022-12-23 重庆大学 一种便于运输的装配式风电塔筒结构

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070884A (ja) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd 塔状構造物の構築方法および同方法に使用されるスリップフォーム装置
WO2013120889A1 (fr) * 2012-02-17 2013-08-22 Siemens Aktiengesellschaft Tour
EP2735674A1 (fr) * 2012-11-21 2014-05-28 Siemens Aktiengesellschaft Tour de béton en coffrage
WO2016119035A1 (fr) * 2015-01-30 2016-08-04 Proacqua Construções E Comércio Ltda. Tour de matériaux structuraux et son procédé de montage
EP3118394A1 (fr) * 2015-07-13 2017-01-18 Siemens Aktiengesellschaft Procédé de construction d'une tour

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4206573A1 (de) * 1992-01-25 1993-07-29 Peri Gmbh Hoehenverstellbare stuetze
JPH10140825A (ja) * 1996-11-13 1998-05-26 Shiraishi:Kk 立穴覆工用型枠と、その型枠を用いた立穴覆工方法
JP2004124468A (ja) * 2002-10-01 2004-04-22 Mitsubishi Heavy Ind Ltd 組立式支柱及びその製造方法
CA2610914A1 (fr) * 2007-11-16 2009-05-16 Gillespie Enterprises Inc. Poteau de blindage telescopique avec capacite de reglage d'extension approximatif
DE102009017586A1 (de) * 2009-04-19 2010-10-28 Timber Tower Gmbh Turm für eine Windkraftanlage
CN103307069A (zh) * 2012-03-13 2013-09-18 鸿富锦精密工业（深圳）有限公司 多节可伸缩装置
US10746349B2 (en) * 2018-01-15 2020-08-18 Hamaye Co Extendable cage telescopic system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070884A (ja) * 2005-09-07 2007-03-22 Takenaka Komuten Co Ltd 塔状構造物の構築方法および同方法に使用されるスリップフォーム装置
WO2013120889A1 (fr) * 2012-02-17 2013-08-22 Siemens Aktiengesellschaft Tour
EP2735674A1 (fr) * 2012-11-21 2014-05-28 Siemens Aktiengesellschaft Tour de béton en coffrage
WO2016119035A1 (fr) * 2015-01-30 2016-08-04 Proacqua Construções E Comércio Ltda. Tour de matériaux structuraux et son procédé de montage
EP3118394A1 (fr) * 2015-07-13 2017-01-18 Siemens Aktiengesellschaft Procédé de construction d'une tour

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4011581A1 (fr) * 2020-12-14 2022-06-15 Saint-Gobain Weber France Procédé d'impression 3d destiné à la fabrication d'un objet en béton ou en mortier doté d'une traversée
WO2022128472A1 (fr) * 2020-12-14 2022-06-23 Saint Gobain Weber France Procédé d'impression 3d pour la fabrication d'un article constitué de béton ou de mortier et comportant une ouverture traversante
EP4053360A1 (fr) * 2021-03-04 2022-09-07 Nordex Energy SE & Co. KG Procédé de construction d'une tour pour une éolienne

Also Published As

Publication number Publication date
EP3856485B1 (fr) 2023-09-13
EP3856485A1 (fr) 2021-08-04
DK3856485T3 (da) 2023-11-13
ES2965699T3 (es) 2024-04-16
CN112805140B (zh) 2022-09-23
US20210396034A1 (en) 2021-12-23
CN112805140A (zh) 2021-05-14

Similar Documents

Publication Publication Date Title
EP3856485B1 (fr) Procédé de fabrication d'une structure de tour d'éolienne télescopique
US11970868B2 (en) System and method for manufacturing a wind turbine tower structure
US20220049521A1 (en) Multi-head additive printing device for manufacturing wind turbine tower structure
CN114651106B (zh) 用于制造塔架结构的系统和方法
EP4008511B1 (fr) Procédé de fabrication d'une structure de tour
US11992968B2 (en) Method for manufacturing a wind turbine tower structure based on wind direction
US11697222B2 (en) Additively manufactured structure with reinforced access opening
US20240141674A1 (en) Wind turbine tower structure with stacked tower sections
US20240159077A1 (en) System and method for manufacturing a tower structure
US11939762B2 (en) System and method for manufacturing a tower structure
EP4311932A1 (fr) Système et procédé de suivi de placement d'élément de renfort dans une structure fabriquée de manière additive
BR102022019912A2 (pt) Método de fabricação aditiva de uma estrutura com uma abertura de acesso reforçada e estrutura
EP3857060A1 (fr) Procédé de fabrication d'une structure de tour d'éolienne pour empêcher le détachement de tourbillons

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 18786647

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

ENP Entry into the national phase

Ref document number: 2018786647

Country of ref document: EP

Effective date: 20210428